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HomeMy WebLinkAbout1915 ASTON AVE; ; CB164004; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 10-28-2016 Cogeneration Permit Permit No:CB164004 Building Inspection Request Line (760) 602-2725 Job Address:1915 ASTON AV CBAD • Permit Type:COGEN Sub Type: PHOTO Status: PENDING Parcel No:2121201900 Lot #:0 Applied:10/25/2016 Valuation:$69,200.00 Constuction Type: NEW Entered By:SF Occupancy Group:Reference #:Plan Approved: Issued: Inspect Area: Plan Check #: Project Title:VISIONINFOSOFT: ROOF MOUNT SOLAR,173 MODULES, FLUSH MOUNTED, 62.28KW Applicant:Owner: BUILT GREEN CALIFORNIA VISION REAL ESTATE L L C #102 9520 PADGETT ST 1915 ASTON AVE SAN DIEGO CA 92126 CARLSBAD CA 92008 619-368-1737 • Building Permit $494.16 PLUMBING TOTAL $0.00 Add'I Building Permit Fee $0.00 ELECTRICAL TOTAL $0.00 Plan Check $345.91 MECHANICAL TOTAL $0.00 Add'I Plan Check Fee $0.00 Additional Fees $0.00 Plan Check Discount $0.00 Strong Motion Fee $19.38 Green Bldg Stands (SB1473) Fee $1.00 TOTAL PERMIT FEES $860.45 Total Fees:$860.45 Total Payments To Date:$345.91 Balance Due:$514.54 FINAL APPROVAL Date:1-13'11Inspector:Clearance: NOTICE:Please take N ICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions."You have 90 days from the date this permit was issued to protest imposition of these fees/exactions.If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030.Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project.NOR DOES IT APPLY to any fees/exactions of which you have previously been oiven a NOTICE similar to this. or as to which the statute of limitations has previously otherwise expired. THE LOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE:EIPLANNING [ENGINEERING OBUILDING []FIRE DHEALTH OHAZMAT/APCD I ,H Building Permit Application Plan Check No.C..:k6 4 bt.q. (,.._City of 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value V(r 2C.DO Ph: 760-602-2719 Fax: 760-602-8558Carlsbademail: building@carlsbadca.gov Plan Ck. Deposit www.carlsbadca.gov Date tt)/zsit 6.7)SWPPP JOB ADDRESS ,,...-SUITEIVSPACEVUNIT#APN I 'D A Sl D r \/11/4V-C---I - CT/PROJECT #LOT#PHASE##OF UNITS #BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE OCC. GROUP DESCRIPTION OF WORK:include Square Feet of Affected Area(s) `0 kr PV (0 2.2 ICL.J EXISTING USE PROPOSED USE GARAGE (SF)PATIOS (SF)DECKS (SF)FIREPLACE AIR CONDITIONING FIRE SPRINKLERS YESID#_NOID YES p NO D YESD Nap APPLICANT NAME ---PROPERTY OWNER ./• Primary Contact J11 I.Roher t 5 0 'in VI -5/0n Tn--fo sal fADDRESSADDRESS aLt Vt-7 N • Via snD i 1 ck Ave-.S4,-(c lit 5 Aston i\--=-- CITY STATE ZIP CITY STATE ZIP ;1CACoris 6 G.d (4 gzor.oa PHONE FAX PHONE FAX(- 7 (C)) 5 Lo -9 c (0 1- EMAIL EMAILJillct)L.I.;If (1.-f -eh ccil.s Co m DESIGN PROFESSIONAL CONTRACTOR BUS. NAMEiii.(Aii -1-6 .--.e .-.CG /1 -10.1 i .-.. ADDRESS ADDRESS8Li0i./k/.it46).-.01..Ave 51.k CITY STATE ZIP CITY STATE ZIP SCIP-1 ce.._(/1 Q70-7 / PHONE 'FAX PHONE FAX (76.0)510 -70 VZ_ EMAIL EMAIL )01 Ca)willyee.c.c.hi (0...... STATE LIC. #STATE LIC.#CLASS CITY BUS. LIC.# q 5 5 l 7 2-C-/0 (Sec.7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires theapplicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of theBusiness and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant fora permit subjects the applicant to acivil penalty of not more than five hundred dollars ($5001). WORKERS'COMPENSATION Workers' Compensation Declaration:I hereby affirm under penaltyof perjury one of the following declarations:• I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permitis issued. .19 I have and will maintain workers' compensation,as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co.S/A4 -c--fiA n CI Policy No.q°3 2-12-Expiration Date 1//44 This section need not be completed if the permit is for one hundred dollars ($100) or less.0 Certificateof Exemption:I certify that in the performance of the work for which this permit is issued,I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California.WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (8100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. .ES CONTRACTOR SIGNATURE ill ElAGENT DATE i 0 -2.5 -I.1 OWNER -BUILDEn DECLARATION I hereby affirm that I am exempt from Contractor's License Law for the following reason:0 I,as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale.If,however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale).0 I,as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section Business and Professions Code for this reason: 1.I personally plan to provide the major labor and materials for construction of the proposed property improvement.EYes Digo 2.I (have / have not) signed an application for a building permit for the proposed work. 3.I have contracted with the following person (firm) to provide the proposed construction (include name addressI phone /contractors' license number): 4.I plan to provide portions of the work, butI have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): 5.I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): ASPROPERTY OWNER SIGNATURE DAGENT DATE --— .4.- 1...fttOMPLETE THrS•SECTION FOR NON -RESIDENTIAL BUILDING PERMITS ONLY Isthe applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act?0 Yes 0 No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?0 Yes 0 No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site?0 Yes 0 No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lenders Name Lenders Address APPLICANT CERTIFICATION I certify thatI have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes.IALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or constructionofstructures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such pentor if the building or work authorized by such permit is suspended or abandoned at any time after the work is commencedforaperiod of 180 days (Section 106.4.4 Uniform Building Code). ..eAPPLICANT'S SIGNATURE 1.....---DATE 1 C7 —2.5 'CO ,--- STOP STOP:THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. Fax (760) 602-8560, Email buildingecarlsbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#:(Office Use Only) C•ONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS .C•ITY STATE ZIP CITY STATE ZIP Carlsbad CA P•HONE FAX EMAIL OCCUPANT'S BUS. LIC. No. DELIVERY OPTIONS PICK UP:o CONTACT (Listed above)o OCCUPANT (Listed above) o CONTRACTOR (On P.1) o ASSOCIATED CB#MAIL TO:o CONTACT (Listed above)o OCCUPANT (Listed above) o CONTRACTOR (on P.1)0 NO CHANGE IN USE/NO CONSTRUCTION MAIL/FAX TO OTHER:o CHANGE OF USE/NO CONSTRUCTION ..gAPPLICANT'S SIGNATURE DATE ___111111111111111101M11111 MN PERMIT INSPECTION HISTORY REPORT (CB164004) .Permit Type:BLDG-Commercial Application Date:10/25/2016 Owner:VISION REAL ESTATE L L C Work Class:Cogen Issue Date:Subdivision: Status:Closed -Fineled Expiration Date:08/14/2017 Address:1915 Aston Ave Carlsbad, CA 92008-7307 IVR Number:717911 Scheduled Actual Date Start Date inspection Type Inspection No.Inspection Status Primary Inspector Reinspection Complete 02/13/2017 02/13/2017 BLDG-35 Solar 013449-2017 Passed Jonathan West Complete Panel BLDG-Final 013450-2017 Passed Jonathan West Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes February 13, 2017 Page 1 of 1 arrammormom Carlsbad 16-4004 11/18/2016 EsGil Corporation In Partnership with governmentfor Buitaing Safety DATE:11/18/2016 v AETLICANT340RIS. JURISDICTION:Carlsbad C3 PLAN REVIEWER 1:1 FILE PLAN CHECK NO.:16-4004 SET:II PROJECT ADDRESS:1915 Aston Ave PROJECT NAME:Vision (4) 14.4KW rooftop PV system Z The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information.The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. ri The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: [X]EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted:'T lephone #: Date contacted:(:i)Email: Mail Telephone Fax In Person ri REMARKS: By:Morteza Beheshti Enclosures: EsGil Corporation GA EJ r]MB El PC 11/10 4 .1 Carlsbad 16-4004 11/03/2016 EsGil Corporation In Banners kip with governmentfor Building Safety DATE:11/03/2016 t:ApPILsicANTiR JURISDICTION:Carlsbad 0 PLAN REVIEWER 0 FILE PLAN CHECK NO.:16-4004 SET:I PROJECT ADDRESS:1915 Aston Ave PROJECT NAME:Vision (4)14.4KW rooftop PV system ri The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ri The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. Z The check list transmitted herewith is for your information.The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. r - 7 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: ri EsGil Corporation staff did not advise the applicant that the plan check has been completed. xi EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted:Jill Robertson Telephone #: 760.520.9062 /Date contacted:I ‘\4 (by:M...11--Email:jill@builtgreencali.com Ulail ephopke Fax In Person 3riREMA‘:41\N By:Morteza Beheshti Enclosures: EsGil Corporation El GA 0 EJ 0 MB 0 PC 10/27 Carlsbad 16-4004 11/03/2016 GENERAL PLAN CORRECTION LIST JURISDICTION:Carlsbad PLAN CHECK NO.:16-4004 PROJECT ADDRESS:1915 Aston Ave DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL CORPORATION:10/27 11/03/2016 REVIEWED BY:Morteza Beheshti FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code,Uniform Plumbing Code,Uniform Mechanical Code,National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access.This plan review is based on regulations enforced by the Building Department.You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change.All items must be satisfied before the plans will be in conformance with the cited codes and regulations.The approval of the plans does not permit the violation of any state, county or city law. •Please make all corrections and submit two new complete sets of prints to: THE JURISDICTION'S BUILDING DEPARTMENT. •To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. •Please indicate here if any changes have been made to the plans that are not a result of corrections from this list.If there are other changes, please briefly describe them and where they are located on the plans.Have changes been made not resulting from this list? CI Yes CI No Carlsbad 16-4004 11/03/2016 ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Morteza Beheshti ELECTRICAL (2013 CALIFORNIA ELECTRICAL CODE) 1.Please show the actual location of trbe service(s) and panelboards shown on single line.The inverters AC disconnect must be within sight and on the roof adjacent to them. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Morteza Beheshti at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. 1111111111111111111111111111111011111 111111111101.111111111111 MI MI Carlsbad 16-4004 11/03/2016 (DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION:Carlsbad PLAN CHECK NO.:16-4004 PREPARED BY:Morteza Beheshti DATE:11/03/2016 BUILDING ADDRESS:1915 Aston Ave BUILDING OCCUPANCY:A2 BUILDING AREA Valuation Reg.VALUE ($) PORTION (Sq. Ft.)Multiplier Mod. TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg.Permit Fee by Ordinance v I $187.50 Plan Check Fee by Ordinance Type of Review:0 Complete Review El Structural Only 1:1 Other Repetitive FeeRepeats Hourly 1.5 Hrs. @* EsGil Fee $100.00 $150.00 *Based on hourly rate Comments:1.5 hour plan review.Sheet 1 of 1 macvalue.doc + rapip.*01 1N3INN081AN3 (OL Vdd121 03N)1:131N30 NO oo Immo 33an0S 01V110A010Hd 3H1 HOJ 319V1Ins 1V11:131VW*3000 1V012:110313 1VN011VN all to 1-112:10N 230 MIN (N) °"''''83H1ONV 01 aolonalloo 030N11080 V idnemalm 1NV1S15321}131-11V3M i3A1.1331338*069 aPIPV pue S3NI1C11110 NO112/11V1SNI .,m0.- mi W}ate",.......2zai ION 11VHS 13NVd 80 311100LN '8311100VI AO WAOIA138 310N 0109 3NON1NO3 8V1IVNIS 80 1V12:1V*01V110A010Hd HY109 3813-1V0 all po wewaenbei ay; ;caw soy peu6isep si waysAs 1I-1013H ON1831131 f ti\MAINIVg* I131131 311HM • ON1108ONDV9 (nu * Noivinsm 13800183H1 1NV1SIS38 aanisiovu Z—MHHX 1:131N8OASNV81 11VM 83M0d XVIN 1V 9110A 2:11AUX M dIAIA VIKIVIIINIVII virmixvoi 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IS00O.00101.001°•10 ir.001 eili 0 rasa 0000#110 0 0 -%01.1:#11/01$41.SOI 0>0 e .......0..1.00.0I>73 =akell 001100 110 O.7:00'.:',4°''-oI -11W ailitrailli •01111 1.0 101$10ZU)An..ana d .a.0011011101OW 0 liC;;1.6 6 . t)t >H "1/40101}a . . i• (#1:::::sta:?0 .10)n°?illtin rilia101$1••••” 0 a 0•1 0 °S°101101:1100111.aeratilf--••""Z •Ii .illi 100 0 011 000 #1111100%;•' 109 >0 ®III elliii 111 00 00.-•- .9000"-I -r•11100WA 0 01 .3.0"e ensv3....,DN)z -n 0 Wilwai° G ral.•:000 ta*./-9 ,,,j 0 91:51"0 OS " OD M si 0 ‘,A1314\•..••••'•• •sip\OS\S30 30 14 \0:401*• •"alcakos.01\‘‘‘,0 OD•S•:•• myaz0mzi r•D 14 7 kg.0 0 N C .7._a=ti' -r ND :NMOHS SV ClaLV001 .L; --1 Li 3103NNOOSICI KLIM saoenost.co:,31 .03 II a_0.ONIM0110d 3H1 INOeld Galiddns:i al c...)o s0 osiv SI oma -nne SIHI 01 2:13MOd :10(•Noli.nvo MN8Ztq i. --\ c 62 2810.q Three Phase Inverters for the 208V Grid for North AmericaSolar-9 .z SE9KUS / SE14.4KUS(" Cnsolar-• •z cc SE9KUS SE14.4KUS OD LLI OUTPUT 0 Z Rated AC Power Output 9000 14400 VA 2 aji F--Maximum AC Power Output 9000 14400 VA 0M ILI .:!'''.SolarEdge Three Phase Inverters Cc AC Output Line Connections AC Output Voltage Minimum-Nominal- . • 4-wire WYE (L1-1_2-13-N) plus PE or 3 wire Delta CO li06 105120-132.5 Vac Cog LID ....for the 208V Gnat!for North America IllMaximumol (1-N) AC Output Voltage Minimum-Nominal-r h 'Maximum('(L-L)183-208-229 Vac CNI m.II • SE9KUS /SE14.4KUS AC Frequency Min-Nom-Maxm 59.3 -60 -60.5 Hz CT)aMax.Continuous Output Current (per Phase)25 40 A rLr) GFDI Threshold 1 A Li.110ppoi Utility Monitoring, Islanding Protection,Ci re ).Country Configurable Set Points Yes =1s 41 INPUT .4.I et .,.. laMaximumDCPower (Module STC)12150 19400 W %J.zTransformer-less, Ungrounded Yes in w Maximum Input Voltage DC to Gnd 250 300 Vdc Maximum Input Voltage DC+to DC-500 600 Vdc..."• :t Vit25 :..A Nominal Input Voltage DC to Gnd 200 Vdc aunt Z..Nominal Input Voltage DC+to DC-400 Vdct. t ar'41.. ,,-- •.%•..;Maximum Input Current 26.5 38 Adc t •1•Max. Input Short Circuit Current 45 Adc lat .“:"•: Reverse-Polarity Protection Yes Ground -Fault Isolation Detection 1M0 Sensitivity •••'•.. ••4.,...CEC Weighted Effciency 96.5 97 %••••m cO • •Night-time Power Consumption <3 <4 W :.• •0 •1"1"0 •..ADDITIONAL FEATURES ! . ig.Lir 2i:".:Ra•::::••••• •Supported Communication Interfaces 135485,Ethernet, ZigBee (optional)•..• •••RapidShutdown —NEC 2014 690.12 With installation of rapid shutdown kW')0 ....<n• t •....-STANDARD COMPLIANCE • • • • .laiistIPSESt11:CI *- Safety UL1741, UL1699B, UL1998,CSA 22.2 •Z .."--.. ;••..00T • •. •Grid Connection Standards IEEE1547 ....I—<•onIt.,Emissions FCC partly class B ft. go CO "' P•n•-.cccoZ___.•INSTALLATION SPECIFICATIONS .co in —I 0- 41 : AC output conduit size /AWG range DC input conduit size /AWG range 3/4" minimum /12-6 AWG < 3/4" minimum /12-6 AWG —Ce>y,‹ Number of DC inputs 2 pairs 3 pairs (with fuses on plus &minus)14'N--0,- .Dimensions (HxWxD)21 x 12.5 x 10.5 /540 x 315 x 260 in/mm ...-'-••Dimensions with Safety Switch (HxWxD)30.5 x 12.5 x 10.5 /775 x 315 x 260 in/mm-',..,-....--'•-''‘.1Weight73.2 /33.2 99.5 /45 The best choice for SolarEdge enabled systems Weight with Safety Switch 79.7 /36.2 106 /48 C.tuTE sEvisioil ) -Integrated arc fault protection for NEC 2011 690.11 Cooling Fans (user replaceable) -Rapid shutdown for NEC 2014 690.12 Noise <50 <55 dBA Operating Temperature Range -40 to +140 /-40 to +60 'FrC —Outdoor and indoor installation Protection Rating NEMA 3R ...,,,.. —Built-in module-level monitoring [ii For 277/480V Inserters refer to: Ptto://www solaredee comitlies/odfsharoducts/instrters/te-thmewhaatiusitnverter-datasheet tit123Forother regional settings please contact SolarEdge support..•Internet connection through Ethernet or Wireless is Rapid shutdown kit P/N: contact Sole/Edge-i''Field replacement kit fori pair of inputs P/N:CILD-3PH-ITEM.I NVERTE R—Small, lightweight and easy to install on provided bracket Fixed voltage inverter, DC/AC conversion only —Integrated Safety Switch SIGNMI wwv.....oLirecige.us 0 Eff:RoHS ['Earner?OtGISIEt. LSgo IsitASYW BY sual . DWG No heir 6.I•i --\ (§2.28KW CC 114itsolar-. .:u_i solar -ssz SolarEdge Power Optimizer Module Add-On For NI Commercial Installations for North America P600/ P700/P730 mot'a) OP600P700P730CC' (for 2 x 60-cell (for 2 x 72-cell (for 2 x high power 72-cellSolarEdge Power Optimizer INPUT PV modules)PV modules)PV modules) CD WMcoE !i .WRated Input DC Power)"600 700 730 W coc8 IDModule Add -On for Commercial Installations __Absolute Maximum Input Voltage (Voc at lowest temperature)96 125 Vdc : MPPT Operating Range h .- for North America P600 / P700/ P730 CL Maximum Short Circuit Current (Isc) 12.5 -80 10.1 123 -105 Vdc CV =mg 11 Adc cy)mon ' 0 Maximum DC Input Current 12.65 13.75 Adc LO M Maximum Efficiency 99.5 %ig m 1. Weighted Efficiency 98.6 %Ci EC )-CC Overvoltage Category II 11 4 aOUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER)...Jm...,WMaximum Output Current 15 Adc .•• IL),../z .-Maximum Output Voltage 85 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc tf1 W4 4401. 4 4 .STANDARD COMPLIANCE 44 .CD EMC FCC Part15 Class B,IEC61000-6-2, IEC61000-6-3 Safety IEC62109-1 (class II safety), UL1741 \ea.:-./•0_RoHS Yes nr-••""•• •• •INSTALLATION SPECIFICATIONSfrallii..•Compatible SolarEdge Inverters Three phase inverters V4 ••'•'Llignt . .,•..' Maximum Allowed System Voltage 1000 • 128x 152x 43/• ••• •• ••a..6 •ujCO 0/--I Dimensions (W x L x H)5 x 5.97 x 1.69 128 x 152 x 50 /5 x 5.97 x 1.96 mm.O.':...1"0 0 • LJ-2 CV C:t • • • •Weight (including cables)994 /2.2 1064 /2.34 gr /alb ••• • ••••431•IJO)2••••Input Connector MC4 Compatible • ••• •(/)><r•• Output Wire Type /Connector Double Insulated; MC4 Compatible • • • ••0 <0 9.••••Output Wire Length 1.8 /5.9 2.1 /6.89 m .•ft • • • •Z ...--• • Operating Temperature Ranger"-40 -+85 /-40 -+185 "C /'F I -00 0 p....• Protection Rating IP68 /NEMA6P ••2 inThy‘CC N••• • Relative Humidity 0 -100 %re.. OJJ ISI •••1/4211/4((.0 Z U)LO a• •••..r CC <.....0 <PV SYSTEM DESIGN USING A SOLAREDGE INVERTERI" e-0THREE PHASE 208V THREE PHASE 480V Compatible Power Optimizers P600, P700 &P730.5)P600, P700 & P730 Power Optimizers 8 13 \./Minimum String Length PV Modules 16 26 Power Optimizers 30 30 C..w„wc.c..Maximum String Length PV Modules 60 60 PV power optimization at the module-level Maximum Power per String 6000)61 12750111 W The most cost effective solution for commercial and large field installations Parallel Strings of Different Lengths or Orientations Yes DW1.1111E —Up to 25% more energy •Superior efficiency (99.5%)OPTIMIZER —Balance of System cost reduction; 50%less cables, fuses and combiner boxes, over 2x longer string lengths possible SIGN—Fast installation with a single bolt —Next generation maintenance with module-level monitoring CE INLNEER 040(EDBY—Module-level voltage shutdown for installer and firefighter safety 1 a Use with two PV modules connected in series "lEgNO DRAWN BY tAi. DWG NO \A.W'At .5 0 la !e ci g e .LI S s.mo 7 .., 1,-.2.28K\A f LG MonoX® NeON 72 Cet LG365N2W-B3 /LG360N2W-B3 cr)4114 0)c)ZLG MOflOXTM NeON 72 Cell ..ai -- 0•Mechanical Properties 0 Electrical Properties (SIC")CO W;.-,°R LG365N2W-B3 /LG360N2W-B3 .....Cells 6 x 12 Module Type 365W 360W (X) -Cell vendor LG MPPvoltage (Vmpol 38.6 38.4 CO 1^ IL ,COCell type Monocrystalline IN -type MPPcurrent (Impp)9.46 939- "Cell dimensions 156 75a 156 75 rnm1 6 x 6 .oche.Open circuit voltage Gthc)48.4 48 3 r limm Dimensions (L x Wx H)1960x 11100 x4.5mm h-.I. Ifof busber 3 Short circuit Current OK)9.89 9 84- ...-Module efficiency (96)186 18.4 CNJ imil '„.'0 -)NEM ...Operating temperature(`C)-40 -+90-...77,17 x 39.37 x 191 inch Maximum system voltage On 1000 LO..Front load 60 psf Maximum series fuse rating (A)20 LO MCI 1„i72 Cell ... „. ^Rearload 60 psf Power tolerance (%)0 -+3 Cr) .MWeight20.3 ±0.5 kg /44 75 ±1 1 lbs 01111111111.1111111111 a ,,'••STr csiondardmtanein.1 lorriune•1000Who+neerfacempermure 25 't AM 15 C-)'W >1 Connector type MC 4 Compatible Ll el 0•.IntfitiLk inu NeON module fenos wly I-,r.e y Imhly tf • The nameplate power wpm Ismeasypte aryl determined byt.GflecnonlaetInsale aryl absolute dscrerlon rr••the !sena. chrogeInmodule efficiency atZOO Win. ir Warn toi000WfrY 0-2"(llimert nuype mumdm an MihamtePRYr`.` f Oft. f''la Junction box IP67 with 3 bypass diodes mi it•Length of caleks 2 8 1200mm /2 x 47.24inch)dratgasn emr.-.nduytor iyocessugsolutx.ri.ocl.{flf 0 z....;Glass High transmission tempered glass V) W0Electrical Properties (NOCT11.Hde-sidedSL1131SLITS.Our R&D toncermams m.r" ,loot[mud pindfx tin&in Olt unly ef5. unit. f to .0 el Frame Anodized aluminum ,as ' ,‘Module Type 365W 360Whl1Rte.:hiin.reme vac:A ul atuefrf,ustumen.•0 •Certifications and Warranty Maximum power (Prnax)267 263.#it MPP voltage &mop)35.3 35.211....Certifications UL 1703..10 I MPP current °mop)7.55 7.49 ,ISO 9001.IEC 62716 (Ammonia Test)IPOpen circuit voltage Not)44.9 44.8,,•(i ilphie....;/.IEC61701 (Salt mist corrosion test)Short circuit current OKI 7 98 )93 ___/*••:• ik;Module Fire Performance (USA)Ty 2 (UL1703) •PeOus,//r •NOCTINominal Op...nese Caremprolurel kncitarce frrOWsn? amtrent temperance SO.C.winci spleel I nthiFire Rating (the CANADA)Class C IULC/ORD C1703) Intertek Product warranty 12 years 1:a Output warranty of Pmax Linear warranty'hh ••••••0 •Dimensions(mm /in)••••••• n.•Istrear98%aroseireyear Ofrepannu.hkerarie lon Si RSMrfor 25yeers u j oo••••0.••••P••1•••0,10Temperature Coefficients '••.Z CV -.••-• •• • H '• • • ••.1.1 - co 2 • • • • Key Features NOR 46 ±3 °C h ••• Temperature Coefficient of Pinar -0.39 %PC ...• •••g n. -0 , Temperature Coefficient of Voc .28 %PC 0 < <N0••••I. T„N-Type Material High Power Output Temperature Coefficient of 1st 0.03_%K ...R.............z ..,..........we...,.Z ..r-.• Ts .„„....X rfl NeON me.mty,.e.SPilnbiomeL • lycher niubilrty of vim tn.'mut.imuluim .. generat.or of l. Lull f.“1. Inn(s I IP Compdred with prhymus n lodels fhp I 1 II Mono X"NeON has been No tu siarifly mtly °Han.e 1151.1.1mA yf fli iency •Characteristic Curves -•,7..tit.-.... i •.10 0 " fr"<K•• • • • •ao co • • • • •0<0 z mahnu. it .-fl.ment ever in lifnimcf space mow.CO u.....I CL.. 2 ....i 7.€. „A:r:. . - Et <COM,4 .I >0)<Enhanced Performance Warranty 1 Double-Sided Cell Structure 60DW,. i 1 1 r , ' ! I t'j :I r 0 Mont.X'NeON 11,.s AO ha ed reffrum.1m.. 70 - iri/ui.tiyitTonoazuvilidE7.n-ida.Lifttirn?f.5a,sellio,llsei;ftyrnL _Tne rear of the r.ell Uced in Muno X'"NeONI I. r It gear.nu m.oe bat Lo nenemf um ofRm... 'ad(PlcdriciiicTnililclucitnerirthe light bedn1 reflet ted he modules reabsorbed It. 400W ZOOW Yom the-rear of t --.....- r ..r . '*"'"-- hIIinII No.1 previous NeON'I Ilindu.1r,generale a areas amount of additional power.DATE Ronsiox Nay •a .Better Performance on a Sunny Day Near Zero LID(Light Induced Degradation)...- Thentype ells used in Mono Xi'NeON[ ,i Ili III ti I 1 se-• , .morno .".WON um [Jet-fumy. bmIer un 1L,,unny days thanm. to t-.mum\Jed lerT1Pnraturt• reer1R .ent in ' have almost no baron, whit h may rause the initial efficient y to drop leading to ,..mom./ less LID 41! 11 C. , 1 y,It - 1111 111 i:'Ill - 11 riliii11111111 . MODULES 1All1111i111 [About Lo Electronics 0 LG !it -------11—SIGNATURE • Th. distancebannershe centerof tire rneun'onorgroundpng holes _I Lutes Good 0 LG NullsAmerica Solar Fluslness Team LG Electronics USA.Inc 000 5o4oan Ave. Englewood Cliffs NI 07632 hod....on...e...resubJectupthargencloon raise Os..„.c.c..p.EN.s0724 CopyroghtCr 30151GtleCtroniCS All nglotS etc 04 1:1 In Innwation tera (letter rile ta MO OWG HO 'Drawn Br un Contact lysolafaemm CI tLife's Good wyrecloolarusa<Om 07/310015 sinsHa 8 ..__I I i 'Nr 6 9L60-Losn laoys !pupa'i!v8ssalD... .,.„,. ,,a i„.,,,,.„...HD laS JaAl!S 'SS "EOLZ in dweo pu]L LWHDww0S-OE las loAl!S 'SS 'EOLZ in dwep poi 0 L dep pu]08 fielissa0 632111VNOISpazipouv>pe0 '1101'08 HebssalD 8 dej pu3 8V ve8ssal7 L ON INOVI paz!pouv 1.120 IIIRAI "8171!elissalD 9 dej Pu3 S-8V l!e8ssalD S—paz!pou've >lie0 'll!1 'S-817 1!€%ssaij q 08/817/5-8VHD 'lay EOLZ in lood-1 E SS 8-81 i.EX„9L/S maDS 6E1 Z „ZLXOL 1.1)1 dill()) Liselinni Lr\NOLIAMIDS3C 'ON !NW 0 —‘pavads as!Atuawo ssalun ww u! aje suoisuawp !Iv„ >co c-0 1—UICOZW>o•Ill 0...Iticoce,...:....,k).-1N)005••••'--x-4 z••is__..___...................w0 .... •••• to co niasio 'se.•!:'0•'..--6 c....i.... 'corn'M••...V • t..".".""""asuarina...,,,3/4.,,,Mmemmaimiimirm;h.%•i CI 0m0Z0--___ ADD 17 0At-C a'0 0 €1 4:11c • i1 GI gg (11 II I:::rn I IcoC08il8V5-817 ., CD2. ,... *114 waishs Bios laaqs 1 eD!utpaiAbolou pal Jelos _IN swelsAs bupnov\I I 1 Eli ssao 1S3111 1/\>18Z°Z?). c --.6228K ._.: June 23, 2015 al0"0c:3 L. Everest Solar Systems,l.LC AILMOUNTING SYSTEM WALUATION kwal, NM•liACE 20V 3 CROSSRAIL MOUNTING SYSTEM EVALUATION tune n.2015•1lina:tot i 0 "":11!`3809 Ocean Ranch Blvd, Suite Ill CO Wise-. Oceanside CA 92056 moment co ind load determination.Seismic criteria were considered Per provisions of ASCE 7-10 COAnn: Andy Neshat ENGINEERING* DESIGN Summary impCOL.1r13with parameters specified below.While seismic effects did not appear to govern thevnew.S4SZOLLC.COM This assessment has provided design validation lot codc-cemplont trot ell of the rressliall PV c0RE:CrosrRaN PV PawlMersin System Evaluation ..y of this system. applicableseismic detailing requirements should be satisfied when installed Mounting Systput in the Slatt._iii citillOTIlla.For the i wail/orations and i..sign loadings tinted tt I.Pkit”. ,manufacturer instructions and additional installation notes specified herein.previously. the attached span tables represent maximum span lengths based un allowable stresses To whom it may concern:and deflection criteria. For all other configurations, refer to Everest Sohn Syiaeins for engineering ,,,,.i. Loading Parameters support.0 ifisil. Per your request, Moment Engineering •Design has performed a comprehensive structural o Ground inn toad: Varies 1.0 M,. analysts of the Everest Solar CrossRail Solar PV Mounting System for typical installations in the o Ultimate 3-naiad gust wind speed (V): 110-200 mph The repo:t floes not provide analysis el rout attachment tiardst att.e..ci of .101,'existing structures 2 al I,:,„; ..Stale of When installed per the conditions and design criteria described herein. the o Building roof mean height 30 ft or less as may he required by the local authority having tunsditt ion.C)T:11M tg P. CrossRall Solar PV Mounting System is compliant with the sections of the design reference o Roof wind pressure region: Zone 1 -Zone 3 ...,t.tril.it documents noted below.o Structural risk category: II We appreciate the opportunity to assisted hartaisted you with this pi coil.should you have any Inrant la'. :k.0oWind exposure:B.C.IC)questions regarding this analysis, please feel free to contact us iv phone or email.;znIdoSeismic site class:1.1Design Reference Documents Rest Regards,...o Seismicdesign category: A through E i.......o 2013 Triennial Edition of Title 24, California Code ofRegulations o 0.21 MCE•pound motion parameter (S1):Not to exceed 2.000 • '.:1:7.WBased on 2012 International Bu Ming Code & 2012 International ResidentialCode o is MC.Ea ground motion parameter (Si): Not to exceed 1.250 o ASCE/SE1 7-10 -Minimum Design LoadsforHui/dings and Other Structures o Component importance factor (10: 1.0 II '• ••• o 2010 Aluminum Design Manual by the Aluminum Association o Component acceleration factor.(4):1.0 000095i tri 100060oSection and materials data provided by Everest Solar Systems o Component response modification factor (Rs): LS int 4,.It Iv Its i ••-•• •• ••Rail section properties appear in the appendix to this report o Panel orientation: Portrait or Landscape : -...V I\0,•••••••0 Panel installation angle Flush with roof slope '-.i re -.‘"---•••••••Overview o Roof slope (0): 0-7'.>7-27',>27-4S-••l.l.l C°••The CrossRail PV-panel roof mounting system consists of extruded aluminum support rails 513aWardiellettE.• ••••t Results :**lla-oz a 6••••spanning between potnts of attachment on an existing roof structure.This analysis is limited to Principal • • • •••.0 0) 51-• ••owable span lengths of the system are principally controlled by applicable wind and snow •••capacity of the CrossRail only. Attachment of the CrossRail Mounting System to the existing roof moment ENGINEERING •+DESIGN • •••.(4 <ra•a the structure.Refer to the CrossRall span tables in the appendix to this document for sokelley4linisetthr.lOillstructure shall be the responsibility of the Installer, and should be analyzed by a registered design • • • ••C/< 0 8••••trended rail configurations based on combinations of these loading parameters.Note thatprofessional where required by the local authority having jurisdiction.•Z -1—• •it loads provided in the attached tables are only applicable when used with the :.. 0-0 0 U-ding span length recommendations provided therein.These reactions may be scaled =tiv •Methods & Design Parameters • •...y when shorter spans are used.•rNia CO ... Applicable combinations of dead, wind, snow. and seismic loads were evaluated in accordance with •••sa4gC CD Z current code requirements to determine allowable rail span lengths,based on assumptions of silos Motes co in IX _1 <0_c <-single-span condition and allowable deflection of 1/60.lowing guidelines apply to all installations using the CrussRail product line:a)< Tables assume two independent support rails per row with either panel orientation.r 0 Design wind pressures were determined using Components and Cladding calculations in Chapter Maximum end cantilever of aluminum support rail shall not exceed one-third (1/3) of 26-30 ofASCE 7-10, using the loading parameters listed below.Configurations not conforming to allowable span in the roof wind pressure zone of the cantilever. these parameters will require additional analysis.Calculation ofapplicable roof snow load should Rails shall be continuous (not spliced) over a minimum of two supports.S.I be based upon ground snow load maps and equations and factors of ASCE 7-10, Chapter 7 and Installation over roof overhangs or within 10' of any roof edge is not advised.<si.sm --imu„> applicable sections ofthe 2013 CBC.For designated Case Study areas noted in the 2013 Triennial Observe all local jurisdictional requirements regarding roof setback requirements -• •Edition of Title 24, California CodeofRegulations, refer to local jurisdiction requirements for snow Ensure that actual span length does not exceed capacityof mot attachment. momentENGINLIJIMG •DESIGN • 10530 Warwick Ave, SakeCS•balmVA 220300Maw 703-99843508 Web:wwwwwiliccom 11141Illenk1P1WWWING •DOWN "wils 103311 Warwick Ave.&NittatherfaVA32030•Pbeee7111-9911-233.0•WW: WWW.Wilealk-COW Moment_ENGINEERING r DESIGN 10530Wane's-It Aye, SuiteCS • ;atria VA 22030 •phone: 703-900-23S0 Web: www.mseglictom RACKING ENGINEER SIGNATURE 'Cr:3 w .• DA .5.ALEopal Y^ DwG No 'IC "a 1 0 \._.1\. --,r.p2.28KW CROSSRAIL MOUNTING SYSTEM EVALUATION APPENDIX I: PACE 1 OF 36 CR150623112 Tune 23, 2015 cnli< cc_23 Ztoinoum°Muj Table 1.1: Maximum Span Length (in.)•Wind Exposure B Condition 0%).IC Exposure Roof Wind Pressure Zone 1 Roof Wind Pressure Zone 2 Roof Wind Pressure Zone 3 2 IS Ultimate Wind Rail Roof Snow Load (psf)Roof Snow Load (psf)Roof Snow Load (psfl --r IBSpeed,V (mphl Type 0 10 20 30 40 1111 0 to 20 30 40 P14 0 10 20 30 40 PR aj 'I X80 128 118 108 99 87 78 128 118 108 99 87 78 111 111 108 99 87 78 LT. 110 X48 96 88 81 72 63 56 89 88 81 72 63 56 76 76 76 72 63 56 Cr?)0 48-S 93 EIS 73 63 S5 SO 84 84 73 63 SS ,.,50 68 68 68 63 SS 50 aJces.Si etX80128118108998778126118108998778106106106998778ij tetu 115 X48 96 88 81 72 63 56 86 86 81 72 63 56 73 73 73 72 63 56 0 z ka 48-5 93 65 73 63 SS 50 81 81 73 63 55 50 65 65 65 63 55 50 X80 128 118 108 99 87 78 122 118 108 99 87 78 102 102 102 99 87 78 120 X48 96 88 81 72 63 56 83 83 81 72 63 56 69 69 69 69 63 56 48-5 93 85 73 63 55 50 77 77 73 63 55 SO 62 62 62 62 SS 50 • X/110 128 118 108 99 87 78 116 116 108 99 87 78 93 93 93 93 87 78 :(.: : :: 7.130 X48 95 88 81 72 63 56 79 79 79 72 63 56 64 64 64 64 63 56 ••••484 90 85 73 63 55 50 71 71 71 63 SS 50 57 57 57 57 55 50 ••••6 1 1 1 co ••' •• —pre•XII0 •128 118 108 99 87 78 107 107 107 99 87 78 87 87 87 87 87 78 ••*.•::**P'°0 b..g MO X48 90 88 81 72 63 56 73 73 73 72 63 56 59 59 59 59 59 56 ....LI-Z esi " .eg M 2"n••••b 48-5 85 85 73 63 55 50 65 65 65 63 55 50 53 53 53 53 53 50 • ••••6 < <CI . 4.91 MID US 117 107 99 87 78 100 100 100 99 87 78 81 81 81 81 81 78 ChN"•••Z -•-.. 16-150 X48 85 BS 80 72 63 56 68 68 68 68 63 56 SS 55 SS SS SS 55 :"r:10 0 c`i • • •°48-S 80 80 73 63 55 50 61 61 61 61 SS 50 49 49 49 49 49 49 'ea E—<K:•txap co .• X80 120 116 106 99 87 78 93 93 93 93 87 78 76 76 76 76 76 76 •••0•cciDZ co in —1 Ct. 160 X48 81 81 80 71 63 56 64 64 64 64 63 56 52 52 52 52 52 52 5 .13-)r•ii < 48-5 75 75 72 63 55 50 57 57 57 57 55 50 46 46 46 46 46 46 %---0 X8D 114 114 105 99 87 78 88 88 88 88 87 78 71 71 71 71 71 71 170 X48 78 78 78 70 63 56 60 60 60 60 60 56 48 48 48 48 48 48 \I484707070625550545454545450434343434343 X80 108 108 104 97 87 78 83 83 83 83 83 78 67 67 67 67 67 67 180 X48 74 74 74 69 63 56 56 56 56 56 56 56 46 46 46 46 46 46 48-S 66 66 66 61 55 50 50 50 SO 50 50 50 41 41 41 41 41 41 X80 97 97 97 94 86 73 74 74 74 74 74 74 60 60 60 60 60 60 °'""°" 200 X48 66 66 66 66 61 56 51 51 51 51 51 51 41 41 41 41 41 41 RACKING48-5 59 59 59 59 54 50 45 45 45 45 45 45 37 37 37 37 37 37 CONT'D SIGNATURE ic..No DpAy”... moment ENGINEERING •DESIGN 5-*“- 10530 Warwick Ave, Suite CS -Fairfax, VA 22030 -Phone: 703-998-2350 -Welx wwwitiseglitatun ,,,„ 11 •• aU0a 171 auoa auoa auoa f Op"`' L •-N amd 6upaao6u3 Suluueid dj IN 11 Buippng ales azea area ales SIAIMIUM03 N A :Add :Doped Dcauub.:eanidwi Avsuaa :asnpuel N A :On N A uopadsui ieoads N A JaienAwiols N A Jamas N A pOips N A les1 '9 3 d N A CIDdV441eaHzeH N A aJld N A eupu3 Ae ono 12,3ael 1UaS SaaA/SULIOA 1-111eaH CIDdV levvzeH N A i.Pailribaa 5311d 1V11010 •N A Lal!Padx3 DNI2133NISN3 DNINNVId DNICI11118 (—Z)2,1'9 53 (2+9 1/8/11AEIawapanauldv 700 a3nssir MS GAM In PRIV. veld c_L-as ci)I )dq pannbal uorpadsui jeum -11